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DU Journal of Undergraduate Research and Innovation
Volume 1, Issue 3 pp 26-38, 2015
Microbiological and Physico-Chemical
Quality of Groundwater at a Resettlement
Colony, Madanpur Khadar in Delhi, India
J. Kaur 1, S. Kaur
1, V. Dashora
1, Y. Chaudhary
1, P. Nijhawan
1, S. Saini
1,
M. Dabas2, K. Sharma
2, R. Aggarwal
3, V. Gupta
1, R. Singh
4, P. Pande
5,
S. K. Sharma3, S. John
1, R. K Gupta
1#
[email protected], 1Department of Microbiology,
2Department of Computer
Science, 3Department of Hindi and NCC,
4Department of Commerce,
5Department of
Geology, Ram Lal Anand College, University of Delhi, Benito Juarez Road, New
Delhi-110021, India
ABSTRACT
Groundwater has been the main source of fresh water supply to a large number of
Jhuggi-Jhopri clusters and resettlement colonies in Delhi along the Yamuna River
Flood Plains generally referred to as Khadar. One such resettlement colony Madanpur
Khadar in South Delhi established in 2001 lacks the most basic amenities like safe
drinking water, sanitation and sewage disposal. There are many common complaints
of gastroenteritis, diarrhoea, jaundice, skin irritation, eczema and unpalatable quality
of water. Hence, the present study was envisaged to assess the microbial and chemical
quality of groundwater of the area by analysing it for the presence of coliforms (the
indicators of water-borne pathogens), Total Dissolved Solids (TDS), Conductivity,
Hardness, Chemical Oxygen Demand (COD), Manganese and Iron, the most probable
factors accountable for the above mentioned problems. About one fourth of the water
samples contained a high number of coliforms suggesting contamination of aquifers
with faecal matter, hence making it unfit for consumption. Similarly, high
concentrations of manganese and iron, beyond permissible limits as defined by the
Bureau of Indian Standards and World Health Organization, were found in 90% and
33% of water samples, respectively. All the water samples were classified as very
hard on the basis of their CaCO3 content, while 52% samples failed the desirable
limits of TDS. High content of organic matter, iron, manganese and coliforms of
water samples indicates the seepage of sewage from the overflowing drains present in
the proximity of the hand pumps and hence are responsible for the unsafe and
unpalatable quality of water. The water samples were found to be unfit for
consumption without passing through any of the treatment processes of disinfection,
oxidation and filtration.
27
Keywords: Groundwater, Metal related water discoloration, Microbial quality,
Physico-chemical parameters, Yamuna Flood Plains, Madanpur Khadar.
INTRODUCTION
Delhi designated as National Capital Territory (NCT) of Delhi in 1991 is spread in a
total area of 1483 square kilometres with a population of 16.753 million as per the
2011 Census of India (1). Considering the increase of population at the rate of 1.92 %
per annum in Delhi, it is expected to reach 18.069 million in 2015 and 20.264 million
in 2021 (2). The current potable water requirement for Delhi’s population in 2015,
based on 60 Gallons Per Capita Per Day (GPCPD) as per the norms of Central Public
Health and Environmental Engineering Organization, Ministry of Urban
Development, Government of India would be 1084 Gallons Per Day (GPD).
However, the total water treatment capacity and supply in the city since 2012 has
been stagnant at 848 GPD including all resources i.e. rivers, canals and under
groundwater (2). The fresh water (both treated and untreated) is made available to
81.3 % households by piped water supply system, whereas water to 5.3 and 8.4 % of
households is provided by Hand pumps and Tube wells, respectively (1, Figure-I).
Figure-I. Distribution of households supplied with different sources of water in
Delhi. Census of India 2011 (1).
This vast difference in the supply and demand of fresh water has resulted in the
unregulated overexploitation of groundwater aquifers affecting the groundwater level
and the aquifer’s recharge capacity.
28
Groundwater has been found to be contaminated with a large number of microbial
species including viruses (Table-I) which are responsible for gastrointestinal diseases
(3).
Table-I: Water-Borne bacterial, viral, protozoan and helminths diseases and their
causative agents (3), (5-6).
Agent Disease Agent Disease
Bacteria Virus
Shigella spp.
S. dysenteriae
S. sonnei
S. flexneri
Salmonella spp.
S. typhimurium
S. typhi
S. paratyphi
Escherichia coli
(O157:H7)
Campylobacter
jejuni
Vibrio cholerae
(O139)
Yersinia
enterocolitica
Mycobacterium
spp.
M. kansasi
M. avium
M. fortuitum
Aeromonas spp.
A. sobria
A. hydrophila
A. caviae
Legionella
pneumophila
Pseudomonas
aeroginosa
Helicobacter pylori
Clostridium
botulinum
Leptospira
Bacterial
Dysentery
Salmonellosis
Typhoid fever
Paratyphoid fever
Diarrhoea
Gastroenteritis
Cholera
Yersiniosis
Infections in skin,
lymph nodes and
GI tract.
Gastroenteritis
Legionellosis
Blood Infections
Gastric Ulcers
Botulism
Leptospirosis
Hepatitis A
Norwalk-like agent
Virus-like particles
<27 nm
Rotavirus
Poliovirus
Calcivirus
Hepatitis E
Adenovirus 3
Coronavirus
Hepatitis/Jaundice
Gastroenteritis
Gastroenteritis
Gastroenteritis
Poliomyelitis
Gastroenteritis
Jaundice
Pharyngo-
conjunctival fever
SARS
Protozoans
Giardia lamblia
Entamoeba
histolytica
Cryptosporidium
Microsporidium
Balantidium coli
Giardiasis
Amoebiasis
Cryptosporidiasis
Microsporidiosis
Balantidiasis
Helminthes
Schistosoma
Fasciola hepatica
Cercariae
Dracunculus
medinensis
Ascaris
lumbricoides
Enterobius
vermicularis
Echinococcus
granulosus
Schistosomiasis
Fascioliasis
Cercarial dermatitis
Dracunculiasis
Ascariasis
Enterobiasis
Echinococcosis
Cholera, bacterial dysentery, amoebic dysentery, typhoid, diarrhoea and jaundice are
some of the examples of water borne diseases. Diarrheal diseases alone are
responsible for more than 1.4 million deaths every year globally, out of which, 88% is
29
attributable to poor and unsafe water supply, sanitation and hygiene mainly in the
developing countries (4). A number of studies conducted in various parts of India
including Delhi have shown the presence of coliforms and faecal coliforms in
groundwater samples indicating the contamination of aquifer by faecal matter or
sewage (7-15).
The hydrogeochemical processes influence the chemical quality of water in aquifers
and are responsible for variations in water characteristics due to rock water
interactions and anthropogenic interferences (16). These variations are very much
apparent in the four different physiographical regions of Delhi: Newer Alluvium-
Yamuna Flood Plains generally referred as Khadar; Older Alluvium – East and West
sides of the ridge; Older Alluvium – Chattarpur alluvial basin and Quartzite rock
ridge - Extension of Aravali hills from southern part of NCT to Western Banks of
Yamuna (16-17). Yamuna Active Flood plain aquifer covers about 35 km along the
river Yamuna. The depth of water level in the Newer Alluvium is shallow at 35-70 ft
which reduces to 20 ft only during monsoon season and flooding of river Yamuna.
The physico-chemical quality of groundwater in flood plains in general reflects the
river water quality being classified as fresh water because of river bed recharge (16),
(18).
Yamuna Flood Plains on both the east and west sides have been occupied by either
unauthorised settlements like Jhuggi-Jhopri (JJ) clusters (21.9 %) or a few authorized
resettlement colonies (19). Madanpur Khadar is one such resettlement colony where
the basic amenities like safe drinking water and sanitation facilities are lacking (20).
The main sources of fresh water in this settlement are the privately installed hand
pumps (76.2%), packaged drinking water (13.8%) and MCD water tankers (10%)
(20).The water from hand pumps contained high particulate matter and foul odour and
turned yellow on storage as reported by residents during a survey conducted by Saini
in 2012 (20) and in our study. Some common complaints of ailments like frequent
gastric troubles (Gastroenteritis), diarrhoea, jaundice, typhoid, etc. in both children
and adults have also been reported from the households who used hand pump water
for drinking (22). In view of the above problems of unpalatable water and prevalence
of water borne diseases, it becomes pertinent to identify the reasons and sources
responsible for such a poor groundwater quality. Therefore, this study was enunciated
to determine the microbiological and physico-chemical properties of groundwater
used by inhabitants of Madanpur Khadar, a resettlement colony established in
Yamuna Flood Plains.
METHODOLOGY
Study Site:
Madanpur Khadar, a resettlement colony, was established in 2001 where people from
slums of Nehru Place, Alaknanda, Raj Nagar, etc were relocated by Government of
Delhi by allotting houses of 12 to 25 square meter area depending on their length of
stay in the slums. This colony is located on the west bank of river Yamuna in South
Delhi (Figure-II). It is surrounded by river Yamuna on the East, a NTPC water
treatment plant on the South and Agra Canal on the North and the West.
30
Figure-II. Map of Delhi showing Madanpur Khadar, the site of Groundwater sample
collection. Source: Google Maps
Sample Collection:
Hand pumps installed in front of houses were randomly selected from Block A3, A2,
A1 and B1 covering almost all the area. Twenty one water samples were collected in
two - one litre autoclaved screw capped glass bottles under aseptic conditions after
continuously running the hand pumps for about 10 minutes to dispose-off the stored
water in the bore well pipes. Water samples in one of the bottles were preserved by
adding a few drops of HNO3. Two samples from water treatment plants (reverse
osmosis treatment) maintained by private suppliers were also collected. Samples were
stored on ice in ice boxes and transported to the laboratory within 3-4 hours for
further analysis.
Microbiological Analysis:
All samples were analysed for the presence of total coliforms and faecal coliforms
following the APHA’s Standard Methods for the Examination of Water and
Wastewater, 2012 (23). Total coliforms were estimated by Multiple Tube
Fermentation test (MPN/100ml) and Membrane Filter technique. In the Multiple Tube
Fermentation test, water samples in volumes of 10 ml, 1 ml and 0.1 ml were
inoculated into tubes containing Lauryl Tryptose Broth (Hi-Media labs) with 0.02 %
Bromocresol Purple and inverted Durham’s tubes to check for acid and gas
production, respectively. The change in colour of broth from purple to yellow or
collection of gas in Durham’s tube was observed after 48 h of incubation at 37° C. In
the filtration method, 100 ml water sample was filtered through 0.45 μm pore size
31
membrane filters (Millipore). Filters entrapping any bacterial cells present in water
were transferred to Endo Agar (Hi-Media) plates and incubated at 37°C for 24 h. The
typical coliform colonies with red colour and metallic sheen developed on membrane
filters were counted. Thermotolerant Faecal coliforms were detected by transferring a
loop full of fermented medium from the positive Lauryl Tryptose Broth tubes to
Brilliant Green Bile Broth tubes having inverted Durham’s tubes. The collection of
gas in the Durham’s tube in Brilliant Green Bile Broth was observed as positive test
after incubation at 44.5° C for 24 h.
Physico-Chemical Analysis:
All samples were analysed for pH, Electrical Conductivity (EC), Total Dissolved
Solids (TDS), Total Hardness (TH), Chemical Oxygen Demand (COD), Iron-Fe (II),
Manganese-Mn (II) and Salinity. EC, TDS and EC based salinity were measured by a
KCl calibrated bench top Conductivity meter (Model TCM-15, TIMPL). COD, Fe and
Mn values were determined using Spectroquant cell test kits (Merck Millipore) as per
the manufacturer’s instructions. Hardness was estimated by EDTA Titration method
following APHA 2012 (23).
RESULTS AND DISCUSSION
Groundwater samples collected from hand pumps in Madanpur Khadar were
colourless, odourless and without any visible turbidity. However, during storage of
these samples in refrigerator, 60% samples developed yellowish brown precipitates
while in others white precipitate was generated. Similar details provided by the
inhabitants of the study area proved to be of great help in deciding the type of
analytical determinants. The results of all analytical parameters along with their
comparison with BIS 2009 standards for drinking water (24) have been presented in
Table-II.
Table-II. Summary of chemical and microbiological analysis of groundwater samples
in comparison with BIS standards, 2009 (24) for drinking water.
Parameters Minimu
m
Maximu
m
Avera
ge
BIS
Standard
Percentage
of samples
beyond the
permissibl
e limits
pH 6.7 7.4 7.1 6.5-8.5 Nil
Electrical
Conductivity
(μmho/cm)
556 982 767 1500 Nil
Total Dissolved
Solids (mg/L)
364 643 504 500 52
Hardness
(mgCaCO3/L)
416 676 509 200 100
Salinity 0.30 0.48 0.37 0.75 Nil
Chemical Oxygen
Demand (mg/L)
UD 114 17 10 24
Mn (mg/L) 0.04 1.04 0.56 0.1 90
32
Fe (mg/L) 0.01 1.82 0.40 0.3 33
Total Coliform/100
ml
0 1600 79 Absent 24
Faecal Coliforms - + NA Absent 9.5
The pH of water samples was in the range of 6.7-7.4 with an inclination towards
acidic or neutral pH in most of the samples. The pH values were within permissible
limits as prescribed by BIS 2009 (24) and WHO 2004 (4). The similar pH values with
7.2-7.3 average of water samples collected from Yamuna flood plains and other parts
of NCT Delhi were observed in other studies (16), (25-27) though a wide pH range
was seen in these studies. The pH variation of groundwater samples is the result of
geochemical equilibration, dissolution of minerals, neighbourhood mining sites and
waste contamination (28).
Electrical conductivity accounts for the concentration of ionized substances in water
and could directly be related to total dissolved solids. The EC values of water samples
varied from 556 to 982 μmho/cm with an average of 767 μmho/cm, much below the
permissible limits of 1500 μmho/cm (4). However, in a study conducted by the
National Institute of Hydrology, Roorkee in 2000 (25) of Yamuna Flood Plains from
Palla area to Okhla Barrage, 70% the water samples both post monsoon and pre
monsoon were found to have EC >1000 μmho/cm. In other parts of Delhi particularly
Dwarka sub-city and South and South-West of ridge, very high EC values (37,400
μmho/cm) have been observed in some samples (16). EC values of all water samples
were compared with TDS values (Figure-III). The correlation between EC and TDS
values of all water samples follows the Davis and De Wiest (29) method without any
outlier.
Figure-III. Relationship between Total Dissolved Solids (TDS) and Electrical
Conductivity (EC).
Natural waters have been classified on the basis of the concentration of total dissolved
solids (TDS) consisting of anions (HCO3-, CO3
-, Cl
-, PO4
-, NO3
- and SO4
--), cations
(Ca++
, Mg++
, Na+, K
+, Fe
++, etc.) and small amount of organic matter (29). In the
33
present study, the values of TDS of groundwater samples varied from 364-643 mg/L.
48% of the water samples contained TDS within desirable limits of 500 mg/L for
drinking water. However, TDS of all samples tested was within permissible limits
(1000 mg/L) for drinking water (Table-III). These TDS values are in contradiction to
the TDS values observed in water samples from Yamuna Flood Plains in which only
10% samples had TDS confirming the desirable limit (25). The entire water samples
tested in this study were found to be fresh on the basis of Davis and De Wiest (29)
classification, indicating the Yamuna River to be the predominant recharge source.
Table-III. Classification of Groundwater based on TDS (29).
Water Suitability TDS
(mg/L)
range
Percentag
e of
samples
Water
Type
TDS
(mg/L)
range
Percentag
e of
samples
Desirable for
drinking
<500 48 Fresh 0-1000 100
Permissible for
drinking
500-1000 52 Brackis
h
1001-
10,000
Nil
Useful for irrigation <3000 Nil Salty 10,001 –
1,00,000
Nil
Unfit for irrigation
and drinking
>3000 Nil Brine >1,00,00
0
Nil
The presence of divalent cations like Calcium and Magnesium and their HCO3 and
CO3 salts makes the water hard and defines the suitability of water for its different
applications. All the water samples studied were classified as very hard (Table-IV) on
the basis of hardness values which ranged from 416 to 676 mgCaCO3/L much beyond
the acceptable limits. Hardness of the two RO treated water samples collected from
the area was < 75 mgCaCO3/L allowing these samples as control markers of analysis.
Table-IV. Classification of groundwater samples on the basis of hardness (33).
Total Hardness as
CaCO3 (mg/L) range
Water Type and
Quality
Percentage of samples
<75 Soft Nil
75 - 150 Moderately Hard Nil
150 - 300 Hard Nil
>300 Very Hard 100
The use of very hard waters both for domestic and industrial purposes will result into
corrosion and scaling on utensils, heat exchangers, metal pipes in the distribution
system, etc. Very hard water on regular consumption have also been found to show a
temporary change in bowel habits and a laxative effect (diarrhoea) if it contains a
very high concentration of magnesium along with sulphate (30). Excess exposure to
very hard water has been suggested to exacerbate atopic eczema (31-32). The
complaints of skin irritation and eczema among inhabitants of Madanpur Khadar
(Survey in this study) could be attributed to the very hard groundwater quality used
for washing, bathing and other activities.
The reporting of groundwater samples of the study area turning turbid with yellowish
brown or white precipitate by the residents (20), prompted us to check for the load of
34
total organic matter (COD), manganese and iron. These constituents particularly Mn
and Fe remain solubilised under anaerobic conditions of groundwater and hence does
not show any change in the fresh water characteristics. However, during storage of
groundwater Mn and Fe get oxidized, precipitate as white or yellow-brown salts (rust
coloured silt) and turn the samples turbid (34-36). COD content determined by
potassium dichromate method was found to be very high in 24% of groundwater
samples. In these samples COD levels were above 25 mg/L, with 114 mg/L in one of
the samples, much above the permissible limits of 10 mg/L. In other samples COD
was below the detection limits of the Spectroquant Cell test kits (25 mg/L). Hence, the
presence of organic matter in other samples above the permissible limits of 10 mg/L
cannot be ruled out. These values for COD in groundwater samples were surprisingly
high as even the water samples collected from Yamuna River did not contain COD
more than 90 mg/L (37) when tested over a period of one year. This shows that the
source of such high organic content in water samples tested cannot be the Yamuna
Basin.
In addition to the high COD values, 90% of water samples contained Mn >0.1 mg/L
with the highest values of 1.04 mg/L in one of the samples. Similarly, Fe content in
33% of water samples was beyond the permissible limits of 0.3 mg/L with highest
concentration up to 1.82 mg/L. At concentration exceeding the permissible limits of
0.1 mg/L, Mn imparts undesirable taste and discoloration (38) and at values as low as
0.02 mg/L, it can form coating on water pipes that sloughs off as black precipitate
later (34). High levels of Mn up to 1.3 mg/L and 9.6 mg/L have been found in neutral
and acidic groundwater, respectively, in USA (39). Hydrogeological studies of
groundwater in Delhi have revealed high concentrations of Mn in the eastern part of
Delhi i.e. young alluvial regions attributing it to the anthropogenic activities such as
waste discharge from industrial units (16), (26). Though the health risks of human
exposure to high amounts of Mn from drinking water are substantially low as most
adults consume Mn between 0.7 and 10.9 mg/day in the diet (40), its effects on
colour, turbidity and taste of water are much more adverse, making the water
unpalatable.
Analogous to high Mn content of water samples studied, high iron concentrations may
also result into turbidity and discoloration on storage. Iron levels above 0.3 mg/L in
water may stain laundry and plumbing. The chances of any health risk from high iron
waters are minimal as the concentrations of iron are too low as compared to the iron
intake (10-14 mg/day) from food sources (41).
Total coliform count in 24% of water samples exceeded the prescribed standards
which stipulate complete absence of coliforms in drinking water. Faecal coliforms
were detected in two water samples indicating a direct correlation between the
microbial contamination of groundwater and sewage access to the aquifers. The well
fields of Palla area (North Delhi) existing in the Yamuna Flood Plains are being used
to extract groundwater for fresh water supply to some parts of Delhi. A study on the
microbial quality of water in these wells showed that more wells were contaminated
with coliforms during post-monsoon season as compared to pre monsoon period (15).
The high water table in the study area makes the shallow groundwater aquifers
vulnerable to contamination by sewage percolation from the surface. Significantly
high concentrations of total coliforms and faecal coliforms have been reported in
waters of Yamuna River at the Agra Canal mid and quarter stream in Delhi which is
in close proximity to our study area (37). Sewage overflowing from the unlined
35
drains, septic tanks, pit latrine in the study area closer to groundwater source (20)
could presumably be the main reason for contamination as has been observed in other
studies (9), (42-43). The presence of high coliform count including faecal coliforms
indicates the contamination of hand pump water with water borne microbial species
which may be directly attributed to the high frequency of occurrence of water borne
diseases like dysentery, diarrhoea, typhoid, jaundice, etc. as observed and reported in
this area (21). The highest percentage of morbidity and prevalence of diseases has
been reported in slums of Delhi where households have used groundwater for
drinking (44).
CONCLUSION
Resettlement colonies along the Yamuna River have been deprived of basic services
like safe drinking water and a proper sewage disposal system. After evacuation from
slums, these residents are left to the plight of hard living conditions. Being in the
close proximity to the Yamuna River, groundwater aquifers have a high recharge
potential and hence shallow in nature. The groundwater extracted from hand pumps
installed near to the open drains in the present condition is responsible for water borne
diseases in the area, therefore, requiring extensive treatment before its usage for any
activity. Manganese and iron can be removed by oxidation after addition of chlorine
and potassium permanganate to water. These treatment strategies will simultaneously
eliminate coliforms and any other water borne pathogens. Organic matter can be
removed by passing water through candles containing activated charcoal. However,
practicing such procedures will increase the financial burden on the already struggling
daily workers. Supply of safe drinking water and maintaining a regulated sewage
disposal system is the sole responsibility of the Government of Delhi as it does for
other high profile localities.
ACKNOWLEDGEMENTS
Authors are thankful to Delhi University for providing funds under DU Innovative
project scheme to carry out this study. The whole research group is grateful to Dr
Mrigank and Mr Jay Parkash for providing information about the study area and
sincerely acknowledge their cooperation and support during collection of groundwater
samples. We are highly grateful to Prof J. S. Virdi, Department of Microbiology,
University of Delhi South Campus for his able guidance and mentoring during the
project.
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